This paper was conducted to evaluate structural performance of modular system connection with bracket. It was evaluated to two external connection specimens and two internal connection specimens. As a result of experiment, excessive shear deformation of the bracket was observed in all of the specimens. However, all of the specimens satisfied the requirement for intermediate moment frames (IMF) targeted in the experiment.

Abstract
 1. 서 론
 2. 실험계획 및 방법
 3. 실험결과
 4. 결 론
 참고문헌

• 장대희(충남대학교 건축공학과) | Jang Daehee
• 오근영(충남대학교 건축공학과) | Oh Keunyeong
• 조병현(충남대학교 건축공학과) | Jo Byeonghyeon
• 이강민(충남대학교 건축공학과) | Lee Kangmin 교신저자